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ASTM A955/A955M : 17a

Standard Specification for Deformed and Plain Stainless-Steel Bars for Concrete Reinforcement

Standard Details

1.1 This specification covers deformed and plain stainless-steel bars for concrete reinforcement in cut lengths and coils used in applications requiring resistance to corrosion or controlled magnetic permeability. The standard sizes and dimensions of deformed bars and their numerical designation shall be those listed in Table 1. The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.

TABLE 1 Deformed Bar Designation Numbers, Nominal Weights [Masses], Nominal Dimensions, and Deformation Requirements

Bar
Designation
No.

Nominal Weight, lb/ft [Nominal Mass, kg/m]A

 

Nominal DimensionsB

 

Deformation Requirements, in. [mm]

400 Series; Duplex Alloys

300 Series

 

Diameter, in. [mm]

Cross-Sectional Area, in.2 [mm2]

Perimeter, in. [mm]

 

Maximum Average Spacing

Minimum Average Height

Maximum Gap per SideC

 

 

Two-Sided
Bar

Three-Sided
Bar

3 [10]

 0.374 [0.556]

 0.378 [0.562]

 

 0.375 [9.5]

  0.11 [71]

 1.178 [29.9]

 

 0.262 [6.7]

0.015 [0.38]

 0.143 [3.6]

0.097 [2.5]

4 [13]

 0.679 [1.011]

 0.686 [1.021]

 

0.500 [12.7]

 0.20 [129]

 1.571 [39.9]

 

 0.350 [8.9]

0.020 [0.51]

 0.191 [4.9]

0.129 [3.3]

5 [16]

 1.048 [1.559]

 1.058 [1.575]

 

0.625 [15.9]

 0.31 [199]

 1.963 [49.9]

 

0.437 [11.1]

0.028 [0.71]

 0.239 [6.1]

0.162 [4.1]

6 [19]

 1.495 [2.225]

 1.511 [2.248]

 

0.750 [19.1]

 0.44 [284]

 2.356 [59.8]

 

0.525 [13.3]

0.038 [0.97]

 0.286 [7.3]

0.194 [4.9]

7 [22]

 2.038 [3.032]

 2.059 [3.064]

 

0.875 [22.2]

 0.60 [367]

 2.749 [69.8]

 

0.612 [15.5]

0.044 [1.12]

 0.334 [8.5]

0.226 [5.8]

8 [25]

 2.685 [3.995]

 2.713 [4.037]

 

1.000 [25.4]

 0.79 [510]

 3.142 [79.8]

 

0.700 [17.8]

0.050 [1.27]

 0.383 [9.7]

0.259 [6.6]

9 [29]

 3.396 [5.053]

 3.441 [5.106]

 

1.128 [28.7]

 1.00 [645]

 3.544 [90.0]

 

0.790 [20.1]

0.056 [1.42]

0.431 [10.9]

0.292 [7.4]

10 [32]

 4.312 [6.416]

 4.358 [6.484]

 

1.270 [32.3]

 1.27 [819]

3.990 [101.3]

 

0.889 [22.6]

0.064 [1.63]

0.487 [12.4]

0.329 [8.3]

11 [36]

 5.296 [7.880]

 5.352 [7.964]

 

1.410 [35.8]

1.56 [1006]

4.430 [112.5]

 

0.987 [25.1]

0.071 [1.80]

0.540 [13.7]

0.365 [9.3]

14 [43]

 7.64 [11.37]

 7.72 [11.49]

 

1.693 [43.0]

2.25 [1452]

5.32 [135.1]

 

1.185 [30.1]

0.085 [2.16]

0.648 [16.5]

0.438 [11.1]

18 [57]

 13.59 [20.22]

 13.72 [20.43]

 

2.257 [57.3]

4.00 [2581]

7.09 [180.1]

 

1.58 [40.1]

0.102 [2.59]

0.864 [21.9]

0.584 [14.8]

(A) The 400 and Duplex-Alloy Series is based on a density of 489.59 lb/ft3 [7833.4 kg/m3 ]. The 300 Series is based on a density of 494.78 lb/ft3 [7916.5 kg/m3]. Density varies with alloy content which may result in a variation of several percent.
(B) The nominal dimensions of a deformed bar are equivalent to those of a round bar having the same weight [mass] per foot [metre] as the deformed bar.
(C) The maximum gap (measured as a chord) between the ends of the deformations shall not exceed 25 %/n of the nominal perimeter of the bar, where n is the number of longitudinal gaps or longitudinal ribs around the perimeter of the bar.

1.1.1 Supplementary requirement (S1) of an optional nature is provided. It shall apply only when specified by the purchaser. In order to obtain a controlled magnetic permeability product, steel conforming to Supplementary Requirement S1 should be ordered.

1.2 The chemical composition of the stainless steel alloy shall be selected for suitability to the application involved by agreement between the manufacturer and the purchaser. This is an important consideration in achieving the desired corrosion resistance or controlled magnetic permeability, or both, because these properties are not provided by all stainless steels.

Note 1: The alloys shown in Table 2 have found the most use in North America. Other alloys may also provide desired properties; consult with the manufacturer for stainless steel alloy properties and availability.

TABLE 2 Chemical Requirements of Typical AlloysA

UNS
Designation

 

Composition %

Type

Carbon

Manganese

Phosphorus

Sulfur

Silicon

Chromium

Nickel

Molybdenum

Nitrogen

S24000

XM-29

0.08

11.50-
14.50

0.060

0.030

1.00

17.00-
19.00

2.25-
3.75

....

0.20-
0.40

S24100

XM-28

0.15

11.00-
14.00

0.060

0.030

1.00

16.50-
19.00

0.50-
2.50

....

0.20-
0.45

S30400

304

0.08

2.00

0.045

0.030

1.00

18.00-
20.00

8.00-
10.50

Status : Historical
Standard Type: Main
Document No: ASTM A955/A955M : 17a
Document Year: 2017
Pages: 14
Edition: a
  • Section Volume:
  • 01.04 Volume 01.04 Steel--Structural, Reinforcing, Pressure Vessel, Railway

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